Day-to-Day Evolution of Traffic Flow with Dynamic Rerouting in Degradable Transport Network

Table 2

OD demands and routes.

O–D pair	(1, 2)	(1, 3)	(4, 2)	(4, 3)
Total demand (Veh·h^−1)	600	1000	800	400
Route	1 (2-18-11)	8 (1-6-13-19)	14 (4-12-14-15)	19 (4-13-19)
	2 (1-5-7-9-11)	9 (1-6-12-14-16)	15 (3-5-7-9-11)	20 (4-12-14-16)
	3 (1-5-7-10-15)	10 (1-5-8-14-16)	16 (3-6-12-14-15)	21 (3-6-13-19)
	4 (1-5-8-14-15)	11 (1-5-7-10-16)	17 (3-5-8-14-15)	22 (3-6-12-14-16)
	5 (1-6-12-14-15)	12 (2-17-8-14-16)	18 (3-5-7-10-15)	23 (3-5-8-14-16)
	6 (2-17-8-14-15)	13 (2-17-7-10-16)		24 (3-5-7-10-16)
	7 (2-17-7-10-15)
	8 (2-17-7-9-11)